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HomeMy WebLinkAboutzT-4166setT T T O o rr w U) 73 rr H O J w 0) 3 E i a� U) U O E 0 L� EX R/W 0 0 J Lv m Lv Lv V) I Lv z_ J Q SR 169 (SE RENTON MAPLE VALLEY ROAD) 106 4 � 105 2 /1\ T F— LI Z CL n J 313 m AS -BUILT ILLUMINATION PLANS 8 a V- T - T- T - T T T - T- J T- T T- T i OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON M M —C15 M NEW RW � 1 o;ROAD A 1 2 2 NEW RlW \ ,NEW SMT 1 1i /2 RECORD DRAWING AS -BUILT ,;; .o w NO. REVISION J - � LL M ILLUMINATION CONSTRUCTION NOTES: I� O CONSTRUCT FOUNDATION PER CITY OF RENTON LL 1 STANDARD PLAN 116. 1. FURNISH AND INSTALL NEW L�1 POLE, LUMINAIRE, AND CONDUIT PER ILLUMINATION POLE —� SCHEDULE, SHEET IL-2, AND CITY OF RENTON STANDARD PLANS 1 16.1, 119, 120 AND 121, SHEETS j IL-4 AND IL-5. O CONSTRUCT FOUNDATION PER CITY OF RENTON mO STANDARD PLAN 117. 1. FURNISH AND INSTALL NEW Q POLE, LUMINAIRE, JUNCTION BOX, AND CONDUIT PER ILLUMINATION POLE SCHEDULE, SHEET IL-2, AND CITY Lv OF RENTON STANDARD PLANS 1 17.1, 119, 120 AND Lv 121, SEE SHEETS IL-4 AND IL-5. APPROXIMATE LOCATION OF 1201240 POWER SOURCE. I O3 THE CONTRACTOR SHALL COORDINATE WITH PSE INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND Lv PAYMENT OF ALL ASSOCIATED FEES. PSE SHALL MAKE z FINAL CONNECTION TO THE POWER SOURCE. J OCONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF = 4 RENTON STANDARD PLAN 126.1. FURNISH AND INSTALL NEW SERVICE CABINET ON NEW FOUNDATION PER CITY U OF RENTON STANDARD PLANS 122.1 AND 126.1, SEE F— SHEETS IL-4 AND IL-5. Q ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZ1 ILLUM. #8 SVC POWER EQUIP. GROUND TRACER WIRE N0. 2" SCH40 PVC 2 1 2 2" SCH80 PVC 2 1 3 3" SCH80 PVC 3 4 3" SCH40 PVC 4 1 5 3" SCH80 PVC SPARE 1 1 6 3" SCH40 PVC SPARE 1 1 7 2" SCH40 PVC SPARE 1 1 8 2" SCH40 PVC 4 1 9 2" SCH80 PVC 4 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. TDR 4/8/2022 TTT SURVEYED: DESIGNED: TDR/TTT DRAWN: TDR/CDW CHECKED: TTT/G M D BY DATE A P P R APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY ILLUMINATION LEGEND NEW DESCRIPTION 8 JUNCTION BOX TYPE 1,2 ROADWAY LUMINAIRE POLE PEDESTRIAN LUMINAIRE POLE — — — CONDUIT/CONDUCTOR ® SERVICE CABINET OCONSTRUCTION NOTE OLUMINAIRE POLE NUMBER VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C TY OF RENTON Planning/Building/Public Works Dept. CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD N U N co N Z p O Q � T 0 0 w It z 0 0 =w CO T Z O 0 0 ,SEP NO 7 04108 2022 10 N 00 o 00 O N Q � i Oo 06 .0 O U 0 UL Z Q— E� 2 U00 �CC) .i Q i C o0 � O O N Lu _ m �Q O O U U •O 15 60 O � oc m } a� 0 30 90 o V) SCALE IN FEET CC) �w o N CD T-416601 o co R-416637 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O AS -BUILT ILLUMINATION PLAN TRI POINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � N oC 0 Z LaL m �0 � 7 O� J Z J w w DATE: 04/08/2022 FIELDBOOK: PAGE: DRAWING NO: L-1 SHEET: 37 OF: 46 T T T O O o r W 0 73 rr Q LL O J W r. r- ry Q w U L X r4t= N 0 U 0) 3 E L U) 0 E L 0 Li F c c h A.Q.RTTTT.Pr TT.T.TTII1TTFJAIrTfIFJ PT.APJ.Q N U N It N O O T a J T T M O O T n T T O rr a I C, r Lc d I z z E O N U N N O O O a J T T M O O T n AS -BUILT ILLUMINATION PLANS Q0 Q0OF cS "It ,:I- ELLIOTT FARMS � w A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. ~ ~ CITY OF RENTON, KING COUNTY, WASHINGTON 0 73 LL 0 J W 0) 3 7 E a� U. to 0 E a L.� DocuSign Envelope ID. AOA08484-40BB-4C5D-69EO-E7OE51967ED2 PART SPECIFICATIONSALL LU4RAAIRE POLE, CAST ALUMINUM BASE PARTS. AND ANY ADDITIONAL EOWPMENT MOUA'TED 04 THE POLE SMALL BE FACTORY PRIMED AND POWDER COA iE0 TD MATCH FINISH COLOR. _ 1 ALL BANDING AND ALL OTHER MOUNTING HARDWARE SMALL „ MATCH FINISH COLOR FINISH COLOR RAL 9DOM .ET BLACK d mT ^� DECORATIVE LUMINAIRE POLE NOTES W ROUND TUBULAR SECTION INO TAPER) — ROUND POLE CAP - ALUMOMW SHROUD MY ! ALAA FACNRERI IUMY4AfEARM DOME STYLE LED LUMM7E(WATTAGE PER PLANS, 4030K OCT. 12D27TV LENT MPER F;AlI1S 1 UNIVERSAL DRIVER(750M OR LOI ERI. 10'MAX jWITH FLAT CLASS LENS) BY CYCLONE I (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FLMRE. FOR ( N MOUNTING AAM DETAILS SEE FOR PLAN / 1173. WIRING PER STD RAN 119 ,.� _r FOUNDATION SHALL SUPPORT POLE SHOWN IN STANDARD PLAN 117.1A POLE BASE PLATE, FOUNDATION, AND ANCHOR BOLT DETAILS PER STANDARD PLAN 117.1A DOME STYLE LED LUMINARE TWAT -AGE PER PLANS A 0500 OCT I 126277V UNIVERSAL DRMER (T56mA I �. o OR LOWER). WITH FLAT GLASS LENS, BYCYCLONE;OR APPROVED !z DRIVER 9HA:L BE P17L{4TEGRAiRAl TOTE 1 _ _ - P FIXTURE FOR MOUNHNOARM LUMNAMARM o DETAILS SIR STD PLAY 1173 WBRMG 27p' PER STD PLAN' 19 YLWINAR{S DECORATIVEROADWAYAT ARE ARE MOUNTED AT 0' 0' •DECORATIVE PEDESTRIAN LUMINMRES 1 ARE PAOL14TED AT B • 1NNOHOLES ARE MOUNTED AT 180` ORIENTATION LOCATION =0R STREETUGM STAIOARD DECAL NUMBERING DETAIL REFER TO CITY OF RENION STD PLAN 121 Y� POLE S A-L 606.3-T4 ALUA9N131k - PDC- ASSEMBLY NEAT TREATED L� TOT6CONOYT10N, 10' BASE DIAMETER, TAPERED BETWEEN IV TOP L 0, LLMNAIRE CONNECTIONS _r $ - IRON BASE WITH REMOVABLE ACCESS DOOR - DECORATIVE BASE COVER PER DETA L, TINS SHEET A 4' A B' REINFORCED ALAN%M - I - INSTALL ANCHORBOLTCOVERS HANCHOLT OPENING WrtH (PROVIDED BY POLE S^.F-18 HOLE FORAOROIIND MANUFACTURER) ALUMINU MAID FLUSH FlTRNG DOOR wIr,ASKET SIDEWALK OR PWMIF4UU � RANTER STFIP el DECORATIVE BASE COVER i.- ROADWAY T ' IF SURFACE IS NOT LEVEL INSTALL GROUT AT CONCRETE PADASIOEWALN PER STDFLAN 110 — . - BASE OF POLE AMO BASE COVER PROVIDE I DM DRAIN TUBE THROUGH GROUT FOUN AATODN PER STRUC'URAL AP44 YSLS POLE ELEVATION �v ARTERIAL STREET PLAN - 117.1 PUBLIC WORKS DECORATIVE LUMINAIRE POLE a�P OV D DEPARTMENT DETAILS I Ma In astUCh811/S/2020 I E — BBLii7TF69B9li96 . DATE � Ili G o N cc I- � 1 DECAL: REFLECT)DRIZED GOTT HC GOLD OR WHITE LEGEND ON BLACK BACKGROUND INSTALL DECAL NUMBERS VERTICALLY. INSTALL IN DRY WEATHER, 507 F OR ABOVE N'MiBF1RING EXAINIPLES PLAN VIEW FOR STD KAN 116.1,117.2,117.4 STRFET LIGHT STANDARD PUBLIC WORKS DECAL NUMBERING SYSTEM DEPARTMENT DocuSign Envelope ID 5D308A1A-204D-48E8-BB23.8A2834BB565E ;.Ii M14L'M IJIAIN J-i AND'._-tL -.ATED PARTS SHALL BE FACTORY UIfD AND POWDER COATED. .I _y Cg&IK RAL 9005D ',Ei BLA. LED TYPE WATTAGE STD. PLAN- 121 'PROV PRESTIGE SERIES (0174) LED POST-IOP LUMINAIRE (WATTAGE PER PLANS, 4.000K CCT, 120-277V UNVERSAL DRIVER, NAM VS.W RIBBED ACRYLIC LENS) BY CYCLONE (OR APPROVED EGUAL)_ DRIVER SHALL BE INTEGRAL 10 THE FIXTURE I �MINAL BLOKE LOCATED IN THE LIRE 4' 8 - #5 BARS, 2' CONDUIT UNLESS EVENLY SPACED STATED OTHERWISE ON PLAN=_ - � CENTER CONDUIT _ IN FOJNDA71CIN i BOLT CIRCLE (DIA PER ANCHOR BOLT PLAIE DETAIL, _... j1 HOURS U 12• THIS MIS SHEET) LiIJNDA?I'Nd '_E 11pN 2' COWUII UNLESS GROUND POLE TO STATED OTHERWISE ON FOUNDATION PUNS 6 FOUNDATION CAP sja' CHAMFER ITmI:::::\\ Tnl STREET LIGHT STANDARD DECAL NUMERING PER STD FLAN 121 E%TEND ME C . I I., d 6' Im BEYOND FOUNDATION OR THE Y CONTROLLED DENSITY BACKFILL I<_ '4'-0• FLUTED SHAPE, 5' DIAMETER, W HOOPS 0 12' TRAIGH ALUWNUM POLE P015-14-8046- RAIL 90D5TX-IN43) 8 - p BARS, i E. r' CYCLONE (OR APPROVED EQUAL) EVENLY SPACED 2 1/2' CLR INSTALL GROUT di PROWDE 1 J2- O)A ORAN 3' LAW BOLT TUBE THROUGH CRo:.IT - - �rRO,ECTION di CF aq 3/4' CHAMFiF 24- I V NIGH FOUNDATION CAP �� . .. 1 • • :ICI I);C h'I �11 • 7/8' DIA HOLE r (TYPI 1 /4STEEL PLATE t, MAN04W BOLT CARVE INA _ PER BASE PLATE OC:ORA71VE ALUAONUM CLAMSHELL ---- - DETAIL THIS SHEET) 545E COVER BD46 BY CYCLONE ANCHOR E..- = T DETAIL 0 (ilR APPROVED EOUAL) POLE BASE UE TAIL TOP � FOUNDA RON rOLE SASE PER ANCHOR BOLT, 4 TOTAL DETAIL, THIS - ;HEEf S/4' DIA (RYP) Ie' NAME TEAL 3/4' HEX NUTS. ST=R- SASE COVER REO'D PER ANCHOR c. `i'S%'� •:' ``� FLAT WASHERS (6 RF-.I, =: it, ANCHOR BOLT)FOUNDATION I 71 SHEET FOUNDATION FOUNDATION DETAILS 1, PUBLIC WORKS DEPARTMENT IN NEIGHBORHOOD STREET STU PLAN - ; I cs I PEDESTRIAN LUMINAIRE A ROVED: FIXTURE AND POLE DETAILS GAZ 3/13/2019 1 :] — GA IE RECORD DRAWING AS -BUILT G.i 0 w NO. REVISION J — LL IL DocuSign Envelope ID: F41B6C7D-1A89.4D3E-83C3-E2FO224FAF96 POLE & BRACKET CABLE, #12 AWG. SPLICES BETWEEN FUSE HOLDER AND LUMINAIRE FIXTURE SHALL NOT BE ALLOWED FUSE KITS QUICK REFER TO WSDOT LOCKING DISCONNECT 3 AMP IN LINE FUSE KITS S,E,C. OR EQUAL — LID STANDARD DUTY JUNCTION BOX TYPES 1 & 2 STANDARD PLAN J-40.10 GROUND LUG SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS CONCRETE PAD OR SIDEWALK PER STD PLAN 120 1 24"(MIN) COVER #8 BARE COPPER GROUND WIRE GROUND CLAMP 1 -#8 EQUIPMENT GROUND 2" PVC CONDUIT WIREW/GREEN INSULATION FROM SERVICE CABINET 2 - LIGHTING SYSTEM 5/8"x8' COPPER CLAD WIRES TO CONTACTOR GROUND ROD (SIZED AS REQ'D.) 0 LUMINAIRE #8 GREEN INSULATED WIRE TO FIXTURE GROUND LUG CONCRETE FOUNDATION NOTES: 1. THIS DETAIL DEPICTS THE BASIC LUMINAIRE ELECTRICAL WIRING SYSTEM. ADDITIONAL ELECTRICAL EQUIPMENT MAY VARY. 2. MINIMUM GROUND WIRE SIZE SHALL BE #8, AS SHOWN ABOVE, IF CURRENT CARRYING CONDUCTORS ARE LARGER THAN #8, THE MINIMUM GROUND WIRE SIZE SHALL MATCH THE LARGEST WIRE SIZE OF THE CURRENT CARRYING CONDUCTORS. 3. EQUIPMENT GROUND WIRE & BARE WIRE SHALL BE SECURELY FASTENED TO THE GROUND LUG INSIDE THE POLE HANDHOLE. ALL BONDING & GROUNDING CONNECTIONS SHALL REMAIN ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 4. IF THE FIXTURE MANUFACTURER HAS MADE PROVISIONS FOR THE ATTACHMENT OF A GROUND WIRE, A GREEN INSULATED WIRE OF THE SAME SIZE SHALL RUN FROM THE FIXTURE TO THE GROUND LUG INSIDE THE POLE HANDHOLE.IF THE FIXTURE MANUFACTURER HAS A GROUND LUG A #8 GREEN INSULATED WIRE SHALL BE RUN FROM THE FIXTURE GROUND LUG TO THE POLE GROUND LUG. DocuSign Envelope ID 5D308A1A-204D48E8-BB23-8A2834BB565E LUMINAIRE POLE JUNCTION BOX CONE -BETE PAD PLAN VIEW LUMINAIRE POLE -_____CONCRETE PAD 4- I BOX _ - LMINAIRE CONCRETE FOUNDATION LUMINAIRE CONCRETE PAD DETAIL GENERAL NOTES I LUMINAIRE CONCRETE PAD SHALL BE USED IN AREAS OUN-DE OF SIDEWALK 2 CONCRETE CJ ASS FOR LUMINAIRE CONCRETE PAD SHALL BE PER STD PLAN 135 3 TOP OF LLIMINAIRE FOUNDATION ELEVATION SHALL BE LOCATED AT BOTTOM OF LUMINAIRE CONCRETE PAD ELEVATION OR BOTTOM OF SIDEWALK ELEVATION 4 LUMINAIRE POLE AND JUNCTION BOX TYPE PER PLAN 5 LUMINAIRE CONCRETE PAD ACCOMMODATES TYPE I AND TYPE 2 JUNCTION BOXES ONLY �o� o LUMINAIRE POLE JUNCTION BOX CONCRETE SIDEWALK PLAN VIEW PER STD PLAN 102 LUMINAIRE POLE CONCRETF SIDEWALK PER 57D PLAN 102 i� 111,I. TION 80% LUMINAIRE WITH SIDEWALK DETAIL CONCRETE PAD 0 JUNCTK)N Pic>' PLAN VIEW I� CONCRETE PAD / JUNCTION BOX J �Iul Yi '11 INDMDUAL JUNCTION BOX PAD DETAIL LUMINAIRE ELECTRICAL LUMINAIRE CONCRETE STD. PLAN - 1t9 �.----, STU PLAN - I20 PUBLIC WORKS WIRING SYSTEM 1 PUBLIC WORKS PAD/SIDEWALK AND DEPARTMENT aG�LI 5/22/2019 1 e DEPARTMENT JUNCTION BOX CONCRETE PAD A1�'ED immjE19 1 4: Greng A. Zr�a� DATE TDR 4/8/2022 TTT SURVEYED: DESIGNED: TDR/TTT DRAWN: TDR/CDW CHECKED: TTT/G M D BY DATE AP P R APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. C TY 0 F R EN TON �3�N Planning/Building/Public Works Dept. O N U N Z_ p O T ° M J 0 U Z `0 1 U CO T Z C) 0 0 ,MIN 0 / 0 2022 I� 10 N S_ 00 o 00 O N Q � O N i od U O U� O Lu Z Q— ECD U .i U0 OC) O Q Q O o O N W •� �� ) LJJ N N � U p N O O 0 U 7S O O N C9% Q a� i In In OD LLJ O N CD T-416604 o co R-416640 o IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) O AS -BUILT ILLUMINATION DETAILS TRI POINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � N oC O Q Z U— m �0 7 O� J Z J W w DATE: 04/08/2022 FIELDBOOK: PAGE: DRAWING NO: L-4 SHEET: ^ ^ OF: 46 Q0 AS -BUILT iza.LdUMINATION PLANS co coOF cS "It ,:I- ELLIOTT FARMS � w A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. ~ ~ CITY OF RENTON, KING COUNTY, WASHINGTON V5J # G Q 77 H P0n p W 0) 3 E N U O E 0 L.� Err LABEL THE STREET FACING SIDE OE THE CABINET WITH ITS ADDRESS NUMBER (1W0 STREET NAME) USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2' HIGH BLACK LETTERING ON WHITE 8ACKGROUND, ATTACH NAMEPLATE WITH ADHESIVE THE DETER DOOR SHALL BE REMOVABLE. UNLESS SPECIFIED IN THE PLANS, THE METER DOOR HINGE SHALL BE LOCATED ON LEFT SIDE OF THE CABINET 120f240VAC, 1 PHASE, 3 WIRC PHOTO mETER kLwmw 110E • �> —,IIwm B �CflNTR4L� M I TEST F- f� IT'S � 5WI7Cri } • r •. LTG. TYPICAL i GROU o FAkfLT _1 WIFUNG SCHEMATIC NOTES PER STANDARD PLAN! 122.E ELEVATION- C■ ,3 L 6" 21" ^ter• r, ,r co ao 2 ;e L01 S cc FOOTPRINT r DEADFRONT 2" T1'P. ECTION , I .h 1 a s- � 1 I 1 t � 7 � 1 � a 1 I , I , L_ J DocuSigrl Erwelope ID: 5D3WA?A-2D4D-48E8-BB23-SA2834BB55X CONDUIT ENTRANCE AREA • e ora `PLAN VIEW SIZE TO FIT SIZE TO FIT CABINET 'ARINE1 , F,I —GRAUE LE VE L ONT VIEW SIDE VIEW ELEC RICJAL SERVIr€ CAi INET FOUNDATION SHIM TO PLUMB _ SEE NOTE 3 i 4 HOOPS 4 BAR EAC i CORNER "TO ze MIN 1 2" 3/8" DIAMETER PLASTIC DRAIN IDE VIEW CABINET DEPTH + 2--41i­ 1 1 E L¢ V _ #4 BAR EACH �11CN I #4 CORNER _HOOPS I Il I PLAN VIEW CONTROLITR CABINET FOUNDATION NCITtS PER STD PLAN 126.7 _ CABINET FOUNDATION I '�'i'17 1T[.Ah; — 126.1 Pt'BLIC' WORKS DETAILS (3L'ED: DEPARTMENT Zu 3/13/2019 1 4: ] 1F RECORD DRAWING AS —BUILT TDR 4/8/2022 TTT SURVEYED: DESIGNED: TDR/TTT DRAWN: TDR/CDW CHECKED: TTT/G IVD REVISION BY DATE APPR APPROVED: CTB SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M DucuSign Envelope ID: CECB9CBD-BB6B-I4AB-A628-3A843C949ACB M 1p FAN A'9SIIIT�i A981 H CARI�RsPACf 1M1F10w,atPu.E WIMM WAU ulna SPACE LF1fJI11pX,1�AIpWG FIA&LF9W19ECm•JUTUFYS9Aff 1w C, +� CABINET CHAMBER DETAIL AN SirgL POLE ROSE RAZE ATTAEHU W M 6LLT5 PER F AMAWILW 11?.1AWEPLA1C0MIL Am $TEFL C MIFF TOP RATE 7M KCc AA 1S,11NuIM aA3f AS&fAMY All MM STiiL1CRiRAI%&NR 7�7A 87EE.i CA9P€T 9F}TTOM FJPE � fC BABE COVER DETAIL � Y O + t PUBIAC WORKS DEPARTMENT IV T w(M r ilat ki I71P ollL now I Dik sots MME CABINET TOP PLATE )DETAIL 7C' IYA. 1d' 411A, o+i t.7C pV�+lglF3 fVVAFLTMitt CANNOT 150TrOM PLATE DETAIL ARTERIAL STREET SMALL CELL DECOFtATIV'E LUMINAIRE POLE DETAILS CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 0NC TY OF R EN TON Planning/Building/Public Works Dept. I STD. PLAN — 117_IB Do"Slpoed by: Martin Pastucha3r31/202 ar3slastr,�e=Ja�:r.. ATE T-416605 R-416641 0 N U co N Z p 3:: o QT Q O U W Ilm Z O U =w T z Ip Oo SEP IN 04108 2022 10 N 00 00 o CO LO } N O Q� O� I OO Lu Z Q— E� .i U) �� O Q C?O CD LO p G N LL _ m c O O 0 U _O '� •O � N O O N N Q } N N O V) i N CC) W O NCID o cry � N 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) O AS -BUILT ILLUMINATION DETAILS TRI POINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � N oC O Q Z U- m �O 7 O� J Z J W w DATE: 04/08/2022 FIELDBOOK: PAGE: DRAWING N0: L-5 SHEET: 41 OF: 46 T T T O o r w I- I- 0 73 rr H I- O J W 0) 3 E i U) 0 E 0 L� LJ .0 z l J X ________________.}__�.__,l Ij II Ili II AS -BUILT ILLUMINATION PLANS OF \\\\\ ELLIOTT FARMS \ CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION 0.4 0.5 0.5 0.5 0.5 0. \\ \ DRAWINGS PREPARED BY TRANSPORTATION 075 0.5 0. + + + 0.5 0.5 0.5 0. \ \ \ \ A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. ENGINEERING NORTHWEST AND HAS BEEN 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6+ 0.50.50.5 0. \ \ \ EDITED TO REFLECT ASBUILT CONDITIONS. THE 1 .8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.5 0.5 0.5 0.5 0.4 0. \ \ \ \ \ CITY OF RENTON, KING COUNTY, WASHINGTON INFORMATION PROVIDED ON THESE RECORD 0.90 +. 0.90. + 70.70.60.\. + 0.50.50.50.5 \ \ DRAWINGS IS A COMBINATION OF FIELD +.9+.0 1.1 1. + 1.1 1.1 1 1.1 1.1 0.9 0.811 11 T11 1a'7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 \ \ \ \ SURVEYED INFORMATION AND DOCUMENTED I \ 0 9 1.0 1. .2 1.2 1. .3 + 1.3 1. 1.9 0.8 0.8 0.8 0.8 0. +. + 8 0.7 0.7 0.6 0.6 FIELD REVISIONS. 1 0 1. .2 1.2 1.3 1.3 .4 1.4 1. 1. + +. +. +. + +.5 .9 1 1.0 1.0 1.0 1. .9 .9 0.9 0.8 0.7 0.7 0. + + +.9 +.7 .6 0.5 + \ ,fI 0 1. 1.2 1. .4 1.4 5+.61.71.8 1. 1. 3 1. 1. 1.1 1.1 1.0 0.9 0. 0.7 0. 0.5 0.5 0.5 \ +1.51.41.4151.72.0 + + +.90. 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IW \ \ \ 6 1.6 1. + 1.5 1.5 1. 1.7 2.0 2.2 2.2 2.2 2.1 1. 1.6 1.5 1.9 1 .9 1.3 + +. + 2 1. + 1 1.0 1.1 + 0.9 0. + 7 0 7 0. 00. + 6 0.5 0. 0.5 0.5 0.4 0.4�J.4 \ \ \\ \\ 01.11. 61.61.5 f 1.92.12.22.22.01 71.51. ' 1.91.91.31.31.31.31.3 1.21 1.2 ' 31. 11.0 '.90. '. '.70.70.70. '.60.50. :5 '0 1. \ D 1.21. ' 1. ' '. 1.61.51.91.91. ' 91.91.31.31.31.21.21 1.21.21 1.5' S1. ' 3' 1.1' '.90.90.B' B .70.70. '.60.5 50. 0.40.30.3 .2 / / \ \ \ +.0 1.2 � �. \ 1.11 91.91. ' 91 ' 1.5'1 51.5'1 1.41.31.3 1.21 21. 1. 1.61.8 .81.71.7 6'.91. .11.11.11. ' '.B 0.7 0.7 0. '0.5'0.5'0. 0.4'0.3 \ I � W 1 .3 .2 1 .1 1 1 1 .3 .6 '1.8 '1.9 . 6 0. 5 0. 4 3 1.5 1.5 1.6 1.". ' .5 ' 3 ' .2 1.1 1. 1 3 .6 1.8 2. ' 1 2.0 1.9 1.3 i.2 i.2 1. ' i.1 1 i ' .0 0.9 0. B 0.. ' 0.5 0.7 0.8 91-7 .4 '1.5 �1.1 ' 3'.5' 181.91.91.91 '131.31.31.31.31.31. 1100.90. ' 0.7 9 1.1 1.2 1. \ .3 1.2 1.0 0.9 0.9 ' 3 ' ' .5 1.3 1.2 1.3 i ' 4 1.3 1. 2 1.1 1. 0. 1 7 \ • • / \ - - - - Op 0. ' '.1 1.1 1.1 1. 1.3 1.4 1.5 1.5 1.5 1.4 ' 1.3 1 2 1.1 1.0 0.9 0.8 0.9 0.7 0.6 \ , 0.8 0.8 .9 1.0 1.2 .6 1.7 1.6 ' 6 1. 1. 1.3 ' 0.9 0. 911.0 0. 0 0.9 0.91.0 90.s 0. 0.2 A' I - .7 0 I 0.1 0. R� V / / / I Cn 0 OFS .5 � � • / I I AM 0.9 0 � I zo. I Uik� .2�. 2 � I I 0 .0 1.2 0 9 I / \ \ • I 11 20.1 z i. • I \ 2 \I / \ 2 0. I 2 2 sa 0.1 3 3 \\ \ r 0.1 N -- /� \ • r . 0 I - - I .4 00 0.9 \ - I .3 4 0.6C. 1.0 I cD a I �i ' 0.\ p I \ 0.4 5 0 I 0, 8 CALCULATION SUMMARY 7%n1AL_ DESIGN CRITERIA CAL ION AVG. UN R0 RMITY AREA M TAINED MI . F SR 169 1.20 4.00:1 MAINLINE 1.20 4.00:1 SR 169 0.30 4.00:1 SOUTH SIDEWALK 1.06 2.70:1 OA 0.30 6.00:1 RTH ID K 0. ROAD A 0.30 6.00:1 SOUTH SIDEWALK 0.36 3.60:1 ILLUMINATION LEGEND NEW DESCRIPTION ROADWAY LUMINAIRE POLE PEDESTRIAN LUMINAIRE POLE OLUMINAIRE POLE NUMBER 15 60 0 30 90 SCALE IN FEET 10 > \ o. 9 ° .2 0. -- . o. 7 6+50.00: •` \ 5 0.9 1.3 1.1 1.1 1.1 1.3 1.4 1.0 0.8 \ < ROAD A i i- 1 0.3 0. \ .3 0.4 '.4 0 4 0.3 0.3 0. 1 0, B 0.3 0.3 0.3 0 3 0. 0.3 0.3 0.2 0 \ NEW R/W - - - - - - - - - - - - NEW ESMT - I I I i I I I I I I I I � I I II II it Q RECORD DRAWING AS -BUILT TDR 4/8/2022 TTT SURVEYED: SCALE: /A VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DESIGNED: TDR/TTT DRAWN: TDR/CDW ONE INCH DATUM CHECKED: AT FULL SCALE TTT/GMD IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY CTB C TY OF R EN TON Planning/Building/Public Works Dept. Op.q., ru'1 O U N Z_ p O I� Q T IQ M: J 0 U It Z O U =w T Z Mp 0 0 MIN 0_ 7 04108 2022 N 1 c 0` o 00 N N Q � � O N O U� O Lu Z o- E6 CD Lo .i U00 �� o0 o N W •� �� ~N 7,5 Lu p O _O N - m O O � �o U a_ � U O O �N O C � o m N V) Ln N co C Lu N CID T-416606 o co R-416642 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS m O AS -BUILT PHOTOMETRIC CALCULATIONS TRI POINTE HOMES (425) 455-2900 15900 SE EASTGATE WAY. SUITE 300 BELLEVUE, WA 98008 � N ^r O Q Z LL m �O O� J Z J W w II.- DATE: 04/08/2022 FIELDBOOK: PAGE: DRAWING NO: -6 SHEET:42 OF:46 co T r T p O Io cl. r. J w Q) X 0 0 (n a N N 0 N Ln 3 E 73 0 m a C3 LL AS -BUILT TRAIL ILLUMINATION PLANS OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. _ SR 169 (SE RENTON MAPLE VALLEY ROAD) CITY OF RENTON, KING COUNTY, WASHINGTON -PUG PUG — T T _ _.— T L.. �.— T -oT i T - T PUG T T P U T T� T TP UG T _ T T— T 1 T T T T T — T — T — T T— T — T — T— T T— T T T T T T � T — T � T � � — T— T T— T — T - T — T T r 7 I � (Ud) — r NG)1 T �N� T T PUG T T F-- T— T P(UG) T TP(UG) T O T T TT _ T T T T T O T T T 7 T— T T � O ___________________ -- - - - N OF zz � V _ P(Oii), P( (OH) 2 ) P(UG) -P OH•�l P(OH) P(OH) P(OH) P(OH) H P(OH) P(OH) OH) P(OH) P(OH) (OH) \ Z 2 1 1 1 1 1 M 1 M M M M M M M - M 3 4 5 6 / 8 1 9 1 1 $ — L — _M � � S 1� — M 1 M M O M —4— M M M M M ,v1 M M M o J CD TRAIL _ _ _ — — — --- _ _ O .-, I -- — -- i IN 10�/ / 4 (n 1 1 Wa N NEW R/W / 1 ° — — - — — _ _ — -- 1 I 6 5 1 O ILL --- W Z O 2 Ld I Z 1 O I 1 1 3 1 3 s 1 \ I I 1 1 1 1 Q LO 0 _j ♦ \ I s d 1 1 1 1 1 0 a I ° W 1 I I 11 1 1 11 J 410 \ I 1 11 0 1 1 0 I ' \ 1 1 1 1 1 W I Z 1 1 1 r Z p 0 0 R_ _ v — — _ _ _ Up: 1 1 1 1 �NER \_ q ' Oq w p _ r 1 ...........:..e a ILLUMINATION GENERAL NOTES a � �� _ — \\ � ° a � ' i" '� 1 FSS�os7E,��;� 1. ALL WORK SHALL BE PREFORMED IN ACCORDANCE WITH THESE PLANS AND THE CITY OF RENTON STANDARDS AND SPECIFICATIONS CURRENT EDITION. cy— 04 08 2022 2. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE — — \ \ 1 w CONTRACTOR AS NECESSARY. \ \ ♦ vvv \� 11 0 w z 3. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL \ \ \ Z 10 CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL �`\ \\ \ 1 11 ' C � COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. \ \ 1 I n 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF BURIEN IMMEDIATELY UPON DAMAGE. 5. LIGHT STANDARD LOCATIONS SHALL NOT BE EXCAVATED OR INSTALLED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 6. THE CONTRACTOR SHALL CONFIRM THAT 10 FEET MINIMUM CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN LUMINAIRE POLES AND OVERHEAD POWER LINES. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 7. CONTRACTOR SHALL PROVIDE TENW WITH REDLINE MARKUPS SHOWING AS —CONSTRUCTED CONDITIONS OF THESE PLAN DOCUMENTS. THESE REDLINE MARKUPS WILL BE USED FOR RECORD DRAWINGS PREPARATION. 8. ILLUMINATION SYSTEM SHOWN ON THESE PLANS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 9. IMPORTANT: CONTRACTOR SHALL COORDINATE WITH OTHER UTILITY INSTALLATIONS TO CONFIRM THAT UTILITIES ARE ROUTED AROUND PROPOSED POLE LOCATIONS. TENW SUGGESTS CONSTRUCTING AN 18" SONOTUBE OR CULVERT AS A PLACEHOLDER TO PREVENT OTHER UTILITIES FROM INSTALLING AT THE DESIRED LOCATION. ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD PLAN 116.1, SHEET IL-9. FURNISH AND INSTALL NEW POLE, LUMINAIRE, AND CONDUIT PER ILLUMINATION POLE SCHEDULE, SHEET IL-8 AND STANDARD DETAILS, SHEETS IL-9. CONTRACTOR SHALL VERIFY BOLT PATTERN PRIOR TO POURING POLE FOUNDATION. OFURNISH AND INSTALL TYPE B SERVICE CABINET WITH 60 AMP TYPE 1201240 VOLT SINGLE PHASE PER WSDOT STANDARD PLAN J-10. 17. MOUNT SERVICE CABINET ON A SINGLE WOODEN POSTS PER WSDOT STANDARD PLAN J-10.20. CONTRACTOR TO INSTALL CONDUIT AND CONDUCTORS TO NEW SERVICE CABINET. PSE SHALL MAKE FINAL CONNECTION. BOTTOM OF CABINET SHALL BE A MINIMUM OF FOUR (4) FEET ABOVE FINISH GRADE. SHOWN SERVICE CABINET LOCATION IS APPROXIMATE. CONTRACTOR SHALL CONFIRM PREFERRED LOCATION WITH DEVELOPER PRIOR TO INSTALLATION. ATTACH PLACARD TO FRONT OF CABINET STATING "STREET LIGHTING". OFURNISH AND INSTALL 18"X24"X12" FIBERGLASS HANDHOLE WITH 10"X15" POLYMER CONCRETE COVER (HIGHLINE PRODUCTS CHA 101512, OAE) PER DETAIL, SHEET IL-9. OINSTALL PHOTOCELL ON LIGHT POLE. OAPPROXIMATE LOCATION OF 1201240 VOLT POWER SOURCE. THE CONTRACTOR SHALL COORDINATE WITH PSE INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. CONDUIT SHALL BE CONTINUOUS BETWEEN THE SERVICE CABINET AND THE POWER SOURCE. PSE SHALL MAKE THE FINAL CONNECTION TO THE POWER SOURCE. OFURNISH AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10. AFTER FINAL INSPECTION/APPROVAL, LID SHALL BE TACK WELDED SHUT. CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. N 10 40 0 20 60 SCALE IN FEET RECORD DRAWING AS -BUILT w .0 w N0. REVISION J — � LL \ \ I N in ♦ � , cal \ 1 � Lu Eo i .•I,F�L � \\ I _—' RAW ,—' •i �D8, �O �q oo \ ♦ \ i I i co c \�`_--- o — W O ��� o o C9% O ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. # 6 PHOTO CELL # 14 SVC POWER #2 EQUIP. GROUND NO. 1 1.5" SCH80 PVC 2 1 2 1.5" SCH80 PVC 2 2 1 3 3" RGS 3 4 1.5" RGS 2 2 1 5 3" SCH80 PVC 3 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. TDR 4/8/2022 TTT SURVEYED: SCALE: DESIGNED: TDR/TTT DRAWN: TDR/CDW ONE IN( CHECKED: AT FULL S TTT/GJ IF NOT ONE BY DATE AP P R APPROVED: SCALE ACCOF CTB o� �00 T-416607 C3 v) 00 R-416643 C r N I IN COMPLIANCE WITH CITY OF RENTON STANDARDS (1)O N oC 0 Q Z L.L m �0 � 7 0� �_A VERTICAL: 1988 DATE: J W HORIZONTAL: NAD1 1983/1991 CITY OF AS -BUILT TRAIL ILLUMINATION PLAN 04/08/2022 LU TRI POINTE HOMES FIELDBOOK: %R]RENT 0 N PAGE: . (425) 455-2900 DRAWING NO: DATUM I Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 IL-7 .Y BELLEVUE, WA 98008 SHEl Ol46 a L } r C, c C, d a E a C E L N U H H N N oC 0 Q Z LL m L�0 1 0 J Z J LU � T T T p O o rr W U) 75 IZ I- I- 0 J W I- 0 L.� 18.00 1 Job Name: Client Name: AV POLES & LIGHTING �� 43827 Division St. Job Location: ' Quote: Lancaster, CA 93535 To Free (844)70-AVPL Fa x: (661)945-2764 POLES & LIGHTING TYPe: .cam Quote Date: soles@avpltg.com .avpltg.vphg.com 4" ROUND STRAIGHT STEEL (0.120 Standard Wall) r SHAFT: Commercial -quality, hot -rolled, carbon steel tubing with a minimum yield strength of 46,000 PSI, conforms to ASTM A500 grade B. GROUNDING: Provision; 3/8-16 Threaded stud welded to inner shaft wall opposite hand hole. Flat washer and hex nut provided. HARDWARE: S304 stainless steel POLE SCHEDULE Drilled Mount w/ Pole Cap ar Tenon Mount 3"x 5" Hand Hole w/ Cover I I - Removable 2 Piece 1-1 Base Cover DBZ BLK WHIT GREY GRN FINISH: TGIC thermoset polyester powder coat finish is electrostatically applied at a 3.0 mil minimum thickness. A five stage metal pretreatment process and sealer provide maximum corrosion resistance. The powder top coat is baked in excess of 400 degrees for supreme endurance. E.P.A. DATA SCHEDULE CATALOG NUMBER - POLE HEIGHT SHAFT WALL SIZE GAUGE BOLT CIRCLE ANCHOR BOLTS MAX. FIXT. WT. 225 165 arcwYelned 70 MPH 21.1 17.4 w116- plus 80 MPH 18.0 14.6 addlBeeal l .3 mph 90 MPH 14.9 11.9 9.0. 100 MPH 12.2 9.5 RS5-104-1 1 10, 04" 11 9" 3/4" x 1 B" x 3" 1124-11 12' 04" 11 9" 3/4" x 18" x 3" RSS-144-1 1 1 A' 04" 1 1 9" 3/4" x 18" x 3" 135 12.1 11.0 9.2 7.7 RSS-164-1 1 16' 04" 11 9" 3/4" x 18" x 3" 110 11.4 9.5 7.4 6.0 1184-1 1 18' 04" 11 9" 3/4" x 24" x 3" 100 9.2 7.7 6.0 4.8 RSS-204-1 1 20' 04" 11 101, 3/4" x 24" x 3" 100 7.4 6.2 4.6 3.8 ry"". N.., -__- .w"1.1,1.T. Feels I3"aN a Hex 1Nrea:ILoLISN Nut-N 21t 5 23.13 i T 1 1.75 BOTTOM VIEW Box Only; CHB101512 AS -BUILT TRAIL ILLUMINATION PLANS ANCHOR PLATE ANCHOR PLATE: Fabricated from hot -rolled carbon steel plate conforming to ASTM A36 meets or exceeds minimum yield strength of 36,000 PSI. All welds shall conform to AWS D 1.1. Base plate and shaft are circumferentially welded top and bottom. Bolt Projection Above Grade Minimum......3.25'LA-1 Maximum......3.75" BASE COVER BASE BOLT COVER: Two-piece standard full base coverisfabricated from heavy gauge quality carbon steel and pretreated with corrosion inhibitors. Provided with S304 stainless steel hardware. Spun and cast aluminum covers are available. Qr aalE _r+ TENON OR DRILL MOUNT TENON MOUNT: Available with 2.375" O.D. or 2.875" O.D. tenon DRILL MOUNT: Removable top cap provided with drill -mount poles OF ELLIOTT FARMS A PORTION OF SECTION 22, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON STL-1 Template I 10.00 X 10.00 X 0.75 Anchor Plate -/1 8.00-11.00" DIA. Bolt Circle ANCHOR BOLTS ANCHOR BOLTS: Fabricated from hot -rolled carbon steel bar with minimum yield strength of 55,000 PSI. Bolts are fully galvanized and conform to ASTM-F1554 A55. Each bolt is furnished with two hex nuts and two flat washers. 4"-6" I1-1 -� ` e r 4" t I' 12" HAND HOLE HAND HOLE: Reinforced 3 " x 5" hand hole is located 18" above base. Cover and attachment hardware provided. HF -11i- -eii i L OR GFI RECEPTACLE _ OR GFI-METAL COVER: 2 gang vertical GFI receptacle with NEC 2017 Section Ea 406.9(B)(1) compliant metal cover. GFI-WEATHER PROOF IN -USE COVER: 2 gang vertical GFI receptacle with In Use Non Metallic cULus listed cover. VPL-RSS - - - - - - HEIGHT SHAFT SHAFT WALL MOUNTING GF1 ACCESSORIES FINISH 10, 4" 0.120" PT23 GFI BEB DBZ 04" Re d 11 G.,. 02.375" TENON w h METAL COVER BANNER EYE BOLT DARK BRONZE 12' PT27 GFI CPLN BILK 02875"TENON wiewFATHERPROOF THREADED COUPLING BLACK IN -USE COVER 14' 1@90 BA WHT POLE DRILLING BANNER ARMS WHITE 16' 2@90 BH GREY POLE DRILLING BASKET HOLDERS GREY 18' 2@180 FH GRIN! POLE DRILLING FLAG HOLDERS GREEN 20' 3@90 GALV POLE DRILLING GALVANIZED 3@120 POLE DRILLING 4@90 POLE DRILLING FACTORY FOR HEIGHT OPnONS 1.75 Polymer Concrete Cover Cl Only: :x UNLESS OTHERWISELED: NAME DATE ❑€MENSIONS ARE IN INCHESNCHES DRAWN/ ENG. SK 07.06.09 HIGHLINIE 6.17�L TOLERANCES; +1-118" FRACTIONAL - CHECKED r'�IIZFi�Q7� - -- LOAD RATING ANGULAR: MACH BEND t TWO PLACE DECIMAL 1 HIGHUNE APPR. Composite Handhole Assembly LOGO THREE PLACE DECIMAL o MFG APPR. Made] CHA 10 1512 PROPRIETARY AND CONFIDENTIAL INTERPRET GEOMETRIC Q.A. TierB (S) 12,000 ]bsJ, Tier15 11 22,500 lbs. 1141: INIFORNA'OIGh CUN'I'NTiL•"b1N THIS TdLE1RANCING PER: COMMENTS: DRAW LNG IS TIIL SOLI, PROK RTY OF MATERIAL- Sill✓ DWG, NO. REV REPRODU -70N IN PACPS_ ANY NTNPART 0RASSC)N OF Polymer Concrctc/ Fiblu glass BOX WE.IUHT= 31 lbs. A CHA101512 A WITHOUT THE WI7HOijT THE WRNT7'F.N PFRy115510N OF FINISH Hii¢HI.TNi=PRODUCTS 15 C()V ER WEIl 1T- 1916s, P110111BITEn. DO NOT SCALE DRAWING UNITS PER PALLET= # 30 SCALE: N•TS SHEET 1 OF 1 4 3 2 1 FACTORY FOR DRILLING OPTIONS FACTORY FOR ALL RAL COLORS DETAILS AVAILABLE Dnr TSgn Envelope ID: 5D308AtA-204D-48E8-BB2349A2834BB565E I 1�M 14-1,F AND PULE NE 0 PART SHALL, BE FACTORY MID AND POWDER COATED. RAL 40051I '.ET BAACx• STREET LIGHT STANDARD DECAL NUMBERING PER STD PLAN 121 (4) OVAL SLOTS -�TA4 Z' CONWI UNLESS EVENLY SPACED SPED SATED OTHERWISE ON PLANS - - CENTER CONDUIT IN FOUNDATION BOLT WLE [DIA PER ANCHOR BUILT - - BASE PLATE DETAIL THIS SHEET) 14 HOOPS A 12- FOUNDATION SECTION 2' 0014 Ir UNLESS �ROIIINO POLE TO STATED OTHERWISE DIN F FOUNDATION EXTEND ME CONDUIT u" MIN BEYOND FOUNDATION OR Off CONTROLLED DENSITY SACKFILL $4 HOOPS O t2' -� e - r5 BARS EVENLY SPACED 2 1/2- QR d �3' MIN BOLT y� PROJECTION •i FOUNDATION DETAIL 7/8- DU HOLE (TYpI '�2• t/4' STEEL RATE BOLT OME (VIA PER BASE PLATE DETAIL THIS SHEET) ANCHOR Re%T iE1JPLATC DETAIL POLE BASE DETAIL TOP OFF NOTION ANCHOR BAIT, A TOTAL J/4- OA IrYP) 3/4' HEX NUTS, STEEL (6 REOT7 PER ANCHOR 13(11. FLAT BASHERS (6 REVO PER AWCHOR BUILT) ANCHOR BOLT ASSEMBLY DETAIL FOUNDATION DETAILS POLE ELEVATION NEIGHBORHOOD STREET PUBLIC WORKS PEDESTRIAN LUMINAIRE P/+ DEPARTMENT FIXTURE AND POLE DETAILS © cyccone Hudson HUDT4A Approval - Specification Project: Order: Qty: Luminaire: Type: Head module: Classic lantern styling, square section, injection molded cast aluminum A360.2 housing. Mechanically secured, by a tool free latch to the optical module. Optical Module: The Orion LED optical engine is mechanically assembled to the optical module. The optical module has integrated hinges and stainless -steel latch that allows tool free access to the driver. The cast A360.2 aluminum heat sinkloptical module is optimized to minimize the LEDs operating temperature, increasing their longevity and efficiency. A white decorative plastic protection plate is mechanically assembled under the optical module. The high efficiency Orion LED optical engine is mechanically assembled on the heat sink. The lifetime of the LEDs is 100,000 hours. It is based on the LM-80 test and extrapolated with TM-21. This data is calculated when 50% of the LEDs produce 70% of their initial luminous flux (L70). The minimum color rendering index (CRI) is 70. The optical acrylic lens are designed to illuminate only where needed while achieving excellent uniformity with maximum spacing. The optical acrylic lens are sealed on the LED board. The light distribution type according to IES is IIIIO. _ 17 314" (45 cm) E Cage Module: the injection molded cast aluminum A360.2 cage module is mechanically assembled to the optical module for easy replacement. There is either no lens (NIJ a clear tempered glass (FGC) flat lens, or an acrylic globe (see other specification) DLP (option) used with the cast aluminum optical module. Pole -Top Fitter: Injection molded cast aluminum A360.2, installed on a 4" (10 cm) outside diameter x 3" (7 cm) long tenon. The fitter is self -leveling and attaches to the post using two 318-16 set screws. The top of the fitter is square and is screwed to the bottom of the cage module, and is dosed by a mechanically -attached cover. Once removed the cover gives access to the connections. u Driver: Class 1 (100W to 120W) or Class 2 (20W to 80W) self-adjusting regulator. N `✓ Primary voltage of 0 Volts, 50 / 60Hz, THD max 20%. High power factor of 90%. 0 Operating temperature from 40°F (-40eC) to 130T (55"C). The driver provides 0-10 Volts output and is ROHS compliant. Complete with an 18-6 AWG three -pole connector block and a 1 Ol three -pole surge protector for Line -Ground, Line - Neutral and Neutral -Ground lines according to the IEEE I ANSI C62.412002 C standard. Hardware: All exposed hardware is stainless steel. CO ' V JE Ur) Color: " Finish: Textured or Smooth (SM) U. Application of a durable polyester powder coating that meets AAMA 2604 requirements (5 years exposure to all weather Conditions). The finish meets ASTM G7, Ell D1654 and D2247 standards relative to salt EPA: 1.20 fill Weight: 29.5 Ibs ! 13 kg spray and humidity resistance. Cyclone recommends a textured finish for this product. MG Marine grade pre -finish available as an option, Options: PT Photocell w/7-PIN Receptacle (ANSI C136.41). PTDR TPIN Receptacle (ANSI C136.41). DLP Cast A360.2 aluminum photocell cover See Photocell specification sheet for details and other available models. Stamp/Approval: Name: Page 1 of 2 Name: Date: Date: Cyclone Lighting: 2175 Des Entreprises Blvd. Terrebonne (QC) Canada JISY 1W9 www.cyclonalighdng.com Phone: 450.434.50DO - info@cyclonelighbng.com 0 Cyclone Lighting 2021-02 TIN RECORD DRAWING AS -BUILT REVISION -0' FLEETED SHAPE 5' DIAMETER. -7AI(7R ALUMINUM POLE (HD15-T4-BD46-RAL9005rX-iN43) Br CYCLONE (OR APPROVED EQUAL) INSraLl GROUT PROVIDE 1/2- DIA DRAIN TUBE 11HIP"I GROUT 3/4' CHAMFER FOUNDATION CAP ... TDR 4/8/2022 TTT SURVEYED: DESIGNED: TDR/TTT DRAWN: TDR/CJ CHECKED: TTT/G M D BY DATE APPR APPROVED: CTB NOTE. SCNARAE SHALL NOT BE ALOVED FOR FOUNDATION CONSTRUC?t.V STD. PLAN 1161 G ROVED: 3/13/2019 1 4:1 �. II cyc� one APPROVAL - SPECIFICATION The Luminaires Group Inc Revision #1 Pia eat : South Avenue Decorative, Rochester NY I Order:SQ_0187'5D Type: C Option: Switch Box Dimmer Page:117 Qty:1f1 Options _ f Switch Box dimmer, allowing you to Change to different light output. For example: having your fixture at 20OW and want to have a Ilght output of 75% (D.75 x 2DOW=150W). r } Nate: position 1 has no d•Bnming. Switch Position: 2 1/2' [7Cm]� FRONT VIEW Name: Date ® cyccone Hudson HUDT4A Approval - Specification Project: Order: Qty: Luminaire: Type: Ordering Template model Lens Dist. Performil Package CCT VOR Reducer Ph Cell Options Color Texture Op. Fin. HUDT4A FGC 1 20W (330(1 3K 120-277 NONE NONE NONE BK TX MG NIL 1A 30W (4301 4K 347.480 R28 PP DLP OG SM 1AHS 40W (S600LM) 120 R30 PX' FDP508 MA 2 SOW (6900LM) 208 PTL" FDP506 SI 2HS 6OW (7900LM) 240 PTOR' SO BZ 3 8OW (10500LM) 277 BG 3HS 10OW (13900LM) 347 GM 3M 120W (IS50OLM) 480 PG 3MHS WH 4 4HS OWy on• cr 6wse opeore can be chosen 5 +Notavallebr iwlh 120.27NAC and 347.4WVAC Ordering Code References Lens Photocell 17 3I4' (45 cm) I is FGC Flat Glass Gear PT Photocell W17-PIN receptacle (ANSI C136AI) 0 a NL No Lens PTL Long life photocell W17-PIN receptacle Distribution (ANSI C136.41) iroLP 1 Type I PTDR 7-PIN receptacle (ANSI C136.41) 1A Type IA Fix Shorling cap WA -PIN receptacle (ANSI C136,41} 1AHS Type 1A Mth House Shield Options 2 Type 2 DLP Cast -aluminum cover 2HS Type 2 wdh House Shield FDP508 Program 50% for 8 hours (9PM to SAM) h f 3 Type 3 FDP506 Program 50% for 6 hours (9PM to SAM) 3HS Type 3 with House Shield SDe Field adjustable 10% increment step-dimating switch 3M Type3Medium -corudaon•IV",eesa mrnols xJc more men"m ", .Jar.:n3 3MHS Type 3 Medium with House Shield SD mtia, 4 Type 4 CDIOf 4HS Type 4 with House Shield BK Black RAL9005 5 Type 5 DIG Dark green RAL6012 to u S. rumnemc cram aosmmrtn•cnn mJe;rr. rant-: MA Marine bhA RAL5013 CCT SI Metallic silver RAL90DB (smooth only) 3K 3000K HUDT4A-EPA t2o6r.29.ets(i34) 4K 4000K BG Burgundy RAL30005 GM Moss green RAL6005 Watt 5K F* Ir m ,: Dn1.1 -u-i'l M, -Rr 10T,�: PG Pale grey RAL7040 ne 6ar�baeon am her.: VVH White RAL9003 Volts 120.277 MVOLT 120-27TVAC Texture 347-480 Hi 3474BOVAC Tx Textured SM Smooth (MetaRYc silver RAL9D06 only) Reducer None Fits 04' X 3" long tenon Op. Fin. ;oi; rei enahl R28 Reducer 0 4" to 0 2 7I8" X 3" long tenon MG Marine grade pre -finish R30 Reducer 0 4' to 0 3" X 3" long tenon Page 2 of 2 Stamp/Approval: Name: Name: Date: Date: Cyclone Lighting: 2175 Des Entreprises Blvd. Terrebonne (OC) Canada MY 1W9 www.cyclonelighting.com Phone: 450.434.5000 - info@cyclonelighbng.com 0 Cyclone Lighting 2021-02 SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Position % light 1 1OD96 2 9596 3 90% 4 85% 5 80R6 6 75% 7 70% 8 60% 9 50% 10 40% 11 31D96 12 203fi Date: 22/07/2016 Page: 515 CONSTRUCTION RECORD DRAWINGS THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY TRANSPORTATION ENGINEERING NORTHWEST AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. 00 u� r-, N U N N Z p C) Q L T 0 0 W Z 0 I- 0 11: T =w T Z O 0 6 Sim, 04 08 2022 10 0` O 00 V) +- _ 1 i7 O N Q � O N i o-6 .0 O w Z U - 1L Ev U L)� �� .� -0, U00 p Q CD 1 O o � N I�0) u N U N J m O O �o U O U H- N O o o IL N IL O oQ) Q } N N C O 00 W F- CD T-416609 CD V R-416645 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATE: HORIZONTAL: •NAD 1983/1991 ' 04/08/2022 CITY OF AS -BUILT TRAIL ILLUMINATION DETAILS TRI POINTE HOMES FIELDBOOK: RENTON PAGE: (425) 455-2900 DRAWING N0: DATU M Planning/Building/Public Works Dept. 15900 SE EASTGATE WAY. SUITE 300 IL-9 BELLEVUE, WA 98008 SHEET: wC OF 46 0 PSI 5� N G IZ 0 Z W �0 I- 0� J Z J W C, C, C, F Li c q a C, C, c C, L( d a E a C C OP.', N U H H N N oC 0 Q Z LL m 0 1 0 J Z J LU �